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Work will include: installation of approximately 177 LF Of storm sewer pipe, 5 storm structures, demolition of concrete and asphalt, new asphalt and concrete pavement, grading, erosion control, abandonment in place of the existing storm sewer with flowable fill, and all other appurtenances.
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Pain points mentioned in board meetings and strategic plans
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Get ahead of RFPs — target accounts planning budget or ending contracts soon
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Work includes relocation of the existing combined sewer collection system.
Posted Date
Jan 21, 2026
Due Date
Feb 17, 2026
Release: Jan 21, 2026
Close: Feb 17, 2026
Work includes relocation of the existing combined sewer collection system.
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The NW 17th Street Storm Sewer & Pavement Improvements project includes reconstructing street pavement and storm sewer structures. The construction improvements include approximately 3,300 SY of 7” thick PCC Class C-SUD street pavement, 380 LF of storm sewer, 1,700 LF of subdrain, Class 10 excavation, subgrade preparation, modified subbase, driveways, sidewalks, permanent surface restoration, temporary traffic control, mobilization, and miscellaneous associated work necessary to complete the project.
Posted Date
Jan 21, 2026
Due Date
Feb 10, 2026
Release: Jan 21, 2026
Close: Feb 10, 2026
The NW 17th Street Storm Sewer & Pavement Improvements project includes reconstructing street pavement and storm sewer structures. The construction improvements include approximately 3,300 SY of 7” thick PCC Class C-SUD street pavement, 380 LF of storm sewer, 1,700 LF of subdrain, Class 10 excavation, subgrade preparation, modified subbase, driveways, sidewalks, permanent surface restoration, temporary traffic control, mobilization, and miscellaneous associated work necessary to complete the project.
AvailableInstallation of wastewater siphon (depressed sewer). Approx., 330' of twin 6" high density polyethylene (HDPE) pipe (660 LF total) installed by horizontal directional boring (HDD) within a private easement. In addition, 110' of 8" PVC sanitary sewer and associated siphon inlet and outlet manholes will be installed. A gravel access drive will be constructed within an existing sewer easement north of the bridge to provide access to the proposed siphon outlet manhole. New sanitary sewer will be connected to existing manholes. A flushing hydrant will be installed on the west side of the bridge near the siphon inlet manhole to provide necessary appurtenances for convenient flushing and maintenance. The project also includes the installation of a 4" sanitary lateral to service a homeowner s future development, as well as sewer abandonment and minor electrical demolition work.
Posted Date
Dec 29, 2025
Due Date
Feb 3, 2026
Release: Dec 29, 2025
Close: Feb 3, 2026
Installation of wastewater siphon (depressed sewer). Approx., 330' of twin 6" high density polyethylene (HDPE) pipe (660 LF total) installed by horizontal directional boring (HDD) within a private easement. In addition, 110' of 8" PVC sanitary sewer and associated siphon inlet and outlet manholes will be installed. A gravel access drive will be constructed within an existing sewer easement north of the bridge to provide access to the proposed siphon outlet manhole. New sanitary sewer will be connected to existing manholes. A flushing hydrant will be installed on the west side of the bridge near the siphon inlet manhole to provide necessary appurtenances for convenient flushing and maintenance. The project also includes the installation of a 4" sanitary lateral to service a homeowner s future development, as well as sewer abandonment and minor electrical demolition work.
AvailableProvide preconstruction and construction services for the relocation of the existing pump station along with the proposed storm drainage work using the construction manager-at risk (CMAR) method of project delivery. Included in the scope of services is collaboration with the design engineer during the design phase, providing constructability and value engineering guidance, development of a guaranteed maximum price (GMP) proposal(s), and, assuming successful negotiation of a GMP(s) with the City, ultimately entering into a construction agreement for the construction of the Project.
Posted Date
Jan 14, 2026
Due Date
Feb 17, 2026
Release: Jan 14, 2026
Close: Feb 17, 2026
Provide preconstruction and construction services for the relocation of the existing pump station along with the proposed storm drainage work using the construction manager-at risk (CMAR) method of project delivery. Included in the scope of services is collaboration with the design engineer during the design phase, providing constructability and value engineering guidance, development of a guaranteed maximum price (GMP) proposal(s), and, assuming successful negotiation of a GMP(s) with the City, ultimately entering into a construction agreement for the construction of the Project.
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